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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical KHATI SAHI PO CHILIKA NUAPADA DS KRUSHNA PRASAD GANJAM ODISHA PIN 752011 | PURI | ODISHA | 752011 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical AT BAULIA NAIK STREET PUHUNDI PO JARADA DIST GANJAM PIN 761007 | JARADA | GANJAM | ODISHA | 761007 | Admitted-Fee/PreQual/Technical |
Tender Value
₹99.3 L
EMD Value
₹99,400
Closing Date
20 Aug 2026, 4:00 pmClosed
Superintending Engineer GANJAM R and B DivNo I,BAM
O/O S.E GANJAM R and B Div No I,BAM
Construction of 3 nos of E type Residential Staff Quartesrs of Sub-Registrar office, Chiktii, Ganjam for the year 2025-26 as per Revenue and DM Dept letter No. 24675 dtd. 07.07.2025 Buildings.
2026_EICCL_138807_1
SE (R and B) Divn. I BAM No.16/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
Ganjam
2 documents required · 2 mandatory
₹10,000
₹99,400
Yes
21 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
20 Aug 2026
14 Aug 2026
14 Aug 2026 - 20 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work : Earth work in excavation of foundation in all kinds of soil including stoney earth and gravels mixed with stone boulders (except sheet rock & boulders requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated materials at places away from work site with all leads including cost of all labour T&P required for the work etc complete and as per the direction of the Engineer in charge. | 227.61 | cum | 282.89 | ₹64,388.59 |
| 2 | Supplying and filling in foundation and plinth with sand including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. | 99.39 | cum | 533.16 | ₹52,990.77 |
| 3 | Filling in foundation and plinth with available excavated earth including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge | 227.61 | cum | 207.68 | ₹47,270.04 |
| 4 | Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. | 152.94 | sqm | 104.5 | ₹15,982.23 |
| 5 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge. | 41.58 | cum | 5,978.42 | ₹2,48,582.7 |
| 6 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Foundation & Plinth using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. | 81.44 | cum | 5,815.42 | ₹4,73,607.8 |
| 7 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge.Ground Floor | 34.79 | cum | 5,848.75 | ₹2,03,478.01 |
| 8 | First Floor | 32.78 | cum | 6,234.74 | ₹2,04,374.78 |
| 9 | R.C.C. work of proportion M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position etc complete as per direction of Engineer-in-Charge. Column base Footing | 25.75 | cum | 6,411.8 | ₹1,65,103.85 |
| 10 | Column Ground Floor | 10.13 | cum | 18,234.1 | ₹1,84,711.43 |
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